HomeMy WebLinkAbout036-01 C-403 Storm Sewer Plan and ProfileStm, Str.#11
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STORM SEWER PLAN AND PROFILE NOTES
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1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART 'P" APLIES TO ALL EXCAVATIONS EXCEEDING
FEET IN DEPTH.
2. IN ADDITION, E XCA VA TIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQURRt
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
3 ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PI.
WELL GROUTED, TROWELED SMOOTH AND BRUS FINISHED.
4. ALL MANHOLES SHALL HAVE POURED FLOW LINES AND BENCH WALLS
T HE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T C.) OF STRUCTURES MAYBE RED
FIELD CONDITIONS ADJUSTMENTS EXCEEDING FIVE TENTHS 0.5) OF A FOO T
BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE, AT NO C
OWNER
6 STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A PO DRAINAGE
FLOW INTO THE STRUCTURE.
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7 STORM PIPE INVERTS AT OUTLET STRUCTURES (OE. END SECTIONS), AND PIP
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS
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8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL
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157 Ift. 15 0 RCP 0.509' PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS SEE
C604.
9. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS
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39 1O. PIPES c EN c THS ARE MEASURED FROM CENTER OF STRUCTURE CENTER
Inv. v. EL 815.72 INCLUDE END SECTIONS
WATERWAY) 11. UTILITYCONTRACTOR SHALL PROVIDE 3x 3'x 8" THICK CONCRETE APRON A T ALL
(T
OUTSIDE OF BUILDING.
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Mg 12. ALL STORM SEWER PIPES SHALL BE REINFORCED CONCRETE PIPES IN ACCORDANCE
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Indianapolis, Indiana 46226
(317) 562-9700 FAX, 562 -9800
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